Pier plate of air shield dam

Abstract

The utility model discloses a pier plate of an air shield dam, which belongs to the technical field of water conservancy and hydropower facilities. The pier plate of the air shield dam is used for the operation of the air shield dam, and comprises a single pier plate, an anti-slip pier plate and a middle pier plate at both ends of the air shield dam and the bank wall, which are used for sealing and water stopping. The single pier plate contains a single pier plate connection hole. The anti-slip pier plate is composed of an outer ring anti-bending channel steel, an inner anti-bending angle steel, an anti-slip structure and a panel in contact with concrete. The middle pier plate is composed of a tensioning screw, an adjusting nut, an outer ring anti-bending channel steel, an inner anti-bending angle steel and a panel in contact with concrete. The pier plate can also be used for a rubber dam. The pier plate of the air shield dam is made of Q235, Q355, stainless steel 304, stainless steel 316L and PVC plastic. The utility model has a scientific and ingenious design, a reasonable and simple structure, and an aesthetic appearance. The horizontality, verticality and parallelism of the pier plate are accurate, the air shield dam runs smoothly, the product is easy to manufacture, the cost is low, the operation is simple, the water stopping effect is good, the weather resistance is strong, and the service life is long, which ensures the advantages of the air shield dam type.

Description

Technical Field

[0001] The utility model relates to a pier plate of an air shield dam, belonging to the technical field of water conservancy and hydropower facilities. The pier plate of the air shield dam is used for the operation of the air shield dam. The pier plate of the air shield dam comprises: a single pier plate at both ends of the air shield dam and a bank wall, an anti-slip pier plate and a middle pier plate, which are used for sealing and water stopping; and can also be used for the installation of built side piers. Background Art

[0002] Dams are important facilities in modern water conservancy, which have a great impact and bring great benefits to the national economy and people's livelihood. In particular, the current movable dam-type air shield dam has been favored by industry insiders and is widely used in water conservancy and hydropower facilities to effectively block water and control water supply.

[0003] However, since the air shield dam equipment requires side pier walls and middle pier walls when installed, the air shield dam must move on the side pier walls and middle pier walls during operation, which means there is great friction, causing great resistance to the movement of the shield plates on both sides of the air shield dam, causing the shield plates to collapse, and relatively excessive water collection, further leading to dam breach; on the other hand, the uneven pier walls increase the wear and damage of the seals, affecting their service life. Utility Model Content

[0004] In view of this, the utility model aims to propose a pier plate of an air shield dam, which has a scientific and ingenious design, a reasonable, simple and beautiful structure, and accurate horizontality, verticality and parallelism of the pier plate. The air shield dam runs smoothly and freely. The product is easy to manufacture, low in cost, simple to operate, has a good water-stopping effect, is highly weather-resistant, and has a long service life, thereby ensuring the advantages of the air shield dam type.

[0005] The purpose of this utility model is achieved through the following technical solutions:

[0006] The pier plates of the air shield dam include: single pier plates 1 at both ends of the air shield dam and the bank wall, anti-slip pier plates 2 and middle pier plates 3, which are used for sealing and water stopping; they can also be used for installation on existing side piers.

[0007] The single pier plate 1 of the air shield dam includes a single pier plate connection hole 11, which is suitable for installation on built side piers. Compared with the method of casting the side pier plate and the side pier at the same time, the side pier plate material can be saved by 1 / 2-2 / 3.

[0008] The anti-slip pier plate 2 is composed of an outer ring anti-bending channel steel 21, an inner anti-bending angle steel 22, an anti-slip structure 23 and a panel 24 in contact with concrete.

[0009] The middle pier plate 3 comprises a tensioning screw 31, an adjusting nut 32, an outer ring anti-bending channel steel 21, an inner anti-bending angle steel 22 and a panel 24 in contact with concrete.

[0010] The anti-slip structure 23 adopts a spatial V-shaped, L-shaped, U-shaped, or X-shaped anti-slip structure.

[0011] The tensioning screw 31 is connected and fixed on the panel 24 of the middle pier plate 3 by welding the tensioning screw 31 with the outer ring anti-bending channel steel 21 and the internal anti-bending angle steel 22 .

[0012] The pier plate of the air shield dam is made of Q235, Q355, stainless steel 304, stainless steel 316L, and PVC plastic.

[0013] The pier plate of the air shield dam is characterized by a single pier plate 1, which is fixed on the concrete side pier wall by passing the positioning fixing bolts pre-buried in the concrete side pier wall through the single pier plate connection holes 11.

[0014] The pier plate of the air shield dam is characterized by an anti-slip pier plate 2, which is composed of an outer ring anti-bending channel steel 21 and an inner anti-bending angle steel 22.

[0015] The anti-slip pier plate 2 is ensured to have dimensional stability and flatness by means of the outer ring anti-bending channel steel 21 and the inner anti-bending angle steel 22, thereby preventing the mold from expanding during construction.

[0016] The middle pier plate 3 is adjusted in verticality, spacing and levelness of the middle pier plate 3 of the middle pier wall by means of the tension screw rod 31 and the adjusting nut 32, and is positioned.

[0017] The pier plate of the air shield dam is characterized in that the components of the pier plate of the air shield dam are assembled in pairs.

[0018] The processing method of the components of the pier plate of the air shield dam is that the plate, channel steel, angle steel and threaded steel are all cut by laser and welded after being assembled.

[0019] The design of the utility model is scientific and ingenious, the structure is reasonable, simple and beautiful, the horizontality, verticality and parallelism of the pier plate are accurate, the air shield dam runs smoothly and freely, the product is easy to manufacture, low cost, simple to operate, good water-stopping effect, strong weather resistance and long service life, ensuring the advantages of the air shield dam type.

[0020] The advantages and effects of the utility model are:

[0021] 1) The design of the pier plate of the utility model air shield dam is scientific and ingenious, the structure is reasonable, simple and beautiful, the horizontality, verticality and parallelism of the pier plate are accurate, the air shield dam runs smoothly and freely, has good water-stopping effect, strong weather resistance and long service life, ensuring the advantages of the air shield dam type.

[0022] 2) The product manufacturing process of the utility model is simple, the production efficiency is high, the raw materials are easily available, and the cost is low.

[0023] 3) The product of the utility model is simple to install, operate, maintain and transport, has strong practicality, saves engineering costs and has good installation engineering quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of a single pier plate of the utility model.

[0025] Figure 2 It is a schematic diagram of the anti-slip pier plate of the utility model.

[0026] Figure 3 It is a transparent schematic diagram of the pier board in this practical application.

[0027] Figure 4 It is the schematic diagram of the pier board in this practical application.

[0028] Figure markings: 1-single pier plate, 11-single pier plate connecting hole, 2-anti-slip pier plate, 21-outer ring anti-bending channel steel, 22-inner anti-bending angle steel, 23-anti-slip structure, 24-panel, 3-middle pier plate, 31-tension screw, 32-adjusting nut. DETAILED DESCRIPTION

[0029] The following is combined with Figures 1 to 4 The utility model is further described in detail with examples.

[0030] Obviously, the described embodiments are only representative embodiments of the utility model, not all embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in the field without creative work are within the scope of protection of the utility model.

[0031] In the description of the present invention, the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside" and the like indicate directions or positional relationships based on the attached Figures 1 to 4 The orientation or position relationship shown is only for the convenience of describing the utility model, and does not indicate or imply that the device or element must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the utility model. In addition, the dimensions described are all measured from the center line.

[0032] The pier plates of the air shield dam include: single pier plates 1 at both ends of the air shield dam and the bank wall, anti-slip pier plates 2 and middle pier plates 3, which are used for sealing and water stopping; they can also be used for installation on existing side piers.

[0033] The single pier plate 1 of the air shield dam includes a single pier plate connection hole 11, which is suitable for installation on built side piers. Compared with the method of casting the side pier plate and the side pier at the same time, the side pier plate material can be saved by 1 / 2-2 / 3.

[0034] The anti-slip pier plate 2 is composed of an outer ring anti-bending channel steel 21, an inner anti-bending angle steel 22, an anti-slip structure 23 and a panel 24 in contact with concrete.

[0035] The middle pier plate 3 comprises a tensioning screw 31, an adjusting nut 32, an outer ring anti-bending channel steel 21, an inner anti-bending angle steel 22 and a panel 24 in contact with concrete.

[0036] The anti-slip structure 23 adopts a spatial V-shaped, L-shaped, U-shaped, or X-shaped anti-slip structure.

[0037] The tensioning screw 31 is connected and fixed on the panel 24 of the middle pier plate 3 by welding the tensioning screw 31 with the outer ring anti-bending channel steel 21 and the internal anti-bending angle steel 22 .

[0038] The pier plate of the air shield dam is made of Q235, Q355, stainless steel 304, stainless steel 316L, and PVC plastic.

[0039] The pier plate of the air shield dam is characterized by a single pier plate 1, which is inserted into the single pier plate connection hole 11 through the positioning fixing bolts pre-buried in the concrete side pier wall, and is welded, polished and fixed on the concrete side pier wall surface.

[0040] The pier plate of the air shield dam is characterized by an anti-slip pier plate 2, which is composed of an outer ring anti-bending channel steel 21 and an inner anti-bending angle steel 22.

[0041] The anti-slip pier plate 2 is ensured to have dimensional stability and flatness by means of the outer ring anti-bending channel steel 21 and the inner anti-bending angle steel 22, thereby preventing the mold from expanding during construction.

[0042] The middle pier plate 3 is adjusted in verticality, spacing and levelness of the middle pier plate 3 of the middle pier wall by means of the tension screw rod 31 and the adjusting nut 32, and is positioned.

[0043] The pier plate of the air shield dam is characterized in that the components of the pier plate of the air shield dam are assembled in pairs.

[0044] The processing method of the components of the pier plate of the air shield dam is that the plate, channel steel, angle steel and threaded steel are all cut by laser and welded after being assembled.

[0045] The installation construction sequence of the anti-slip pier plate 2 is: prepare the side pier steel cage according to the construction drawings, install the anti-slip pier plate 2 and weld it to the steel cage, support and fix the anti-slip pier plate 2, support the formwork, pour concrete, vibrate, cure, and remove the formwork.

[0046] The installation construction sequence of the middle pier slab 3 is: prepare the middle pier steel cage according to the drawings, install the middle pier slab 3, connect and fix the two slabs to adjust the spacing, weld and fix them with the steel cage, support and fix the middle pier slab 3, support the formwork, pour concrete, vibrate, cure, and remove the formwork.

[0047] The processing method of the components of the pier plate of the air shield dam is that the plate, channel steel, angle steel and threaded steel are all cut by laser and welded after being assembled.

[0048] Example 1

[0049] An inflatable rubber dam with a water retaining height of 1.5 meters and a length of 45 meters has been built in a certain southern region of China, and the rubber dam bag needs to be updated. At the same time, the single pier plate 1 of the utility model is used to install the side pier.

[0050] Refer to the attached Figure 1 And specific implementation methods:

[0051] Firstly, a single pier plate 1 of carbon steel Q235 is manufactured according to the size of the existing reinforced concrete side pier wall, and holes are drilled according to the number, diameter and position of the designed single pier plate connection holes 11.

[0052] Then, the positioning bolts are implanted in the existing reinforced concrete side pier wall, inserted into the single pier plate connection holes 11, and welded. The panel 24 is smoothed at the welding position and fixed on the concrete side pier wall surface, and then the panel is treated with paint for anti-corrosion.

[0053] Example 2

[0054] An air shield dam with a water retaining height of 2.5 meters and a length of 45 meters was built in a certain area in northern China, and the anti-falling pier plate 2 of the utility model was adopted.

[0055] Refer to the attached Figure 2 And specific implementation methods:

[0056] According to the design, the anti-slip pier plate 2 is welded with an outer ring anti-bending channel steel 21 and an internal anti-bending angle steel 22 to ensure the dimensional stability and flatness of the anti-slip pier plate 2 and prevent mold expansion during construction; it adopts a V-shaped anti-slip structure 23 for fixing and anti-slipping; the anti-slip pier plate 2 is made of carbon steel Q355, and its finished panel 24 is treated with paint for corrosion protection.

[0057] The installation construction sequence of the anti-slip pier slab 2 is: prepare the side pier steel cage according to the construction drawings, install the anti-slip pier slab 2 and weld it to the steel cage, support and fix the anti-slip pier slab 2, support the formwork, pour concrete, vibrate, cure, and remove the formwork.

[0058] Example 3

[0059] A gas shield dam with a water retaining height of 1.0 m and a length of 40 m is constructed, and the single pier plate 1 of the utility model is adopted.

[0060] Refer to the attached Figure 1 According to the specific implementation method, the panel 24 used in the single pier board 1 is made of weather-resistant black PVC plastic.

[0061] A reinforced T-shaped step hole is reserved on the PVC plastic pier board, and nuts are embedded in the pier wall; the anti-slip pier board 2 is fixed by bolts to prevent slipping; finally, the panel 24 is entirely coated with paint.

[0062] Other than this, it is the same as Example 1.

[0063] Example 4

[0064] A gas shield dam with a water retaining height of 3.5 meters and a length of 92 meters is constructed, and the anti-falling pier plate 2 of the utility model is adopted.

[0065] Refer to the attached Figure 2 And the specific implementation method is carried out, a U-shaped anti-slip structure 23 is used for fixing and anti-slipping; the panel 24 used for the anti-slipping pier plate 2 is made of stainless steel 304, and no surface anti-corrosion treatment is performed.

[0066] Other than this, it is the same as Example 2.

[0067] Example 5

[0068] A gas shield dam with a water retaining height of 5 meters and a length of 52 meters is constructed, and the anti-falling pier plate 2 of the utility model is adopted.

[0069] Refer to the attached Figure 2 And the specific implementation method is carried out, using an X-shaped anti-slip structure 23 for fixing and anti-slipping; the material used for the anti-slipping pier plate 2 panel 24 is stainless steel 304.

[0070] Other than this, it is the same as Example 2.

[0071] Example 6

[0072] A gas shield dam with a water retaining height of 3 meters and a length of 152 meters is built at the river estuary, and the anti-slip pier plate 2 and the middle pier plate 3 of the utility model are adopted.

[0073] The side pier adopts the anti-slip pier plate 2 form, refer to the attached Figure 2 And the specific implementation method is carried out, using an X-shaped anti-slip structure 23 for fixing and anti-slipping; the panel 24 of the anti-slip pier plate 2 is made of stainless steel 316L.

[0074] The middle pier adopts the middle pier plate 3 form, refer to the attached Figure 3 and attached Figure 4 And specific implementation methods:

[0075] The material used for the panel 24 of the middle pier plate 3 is stainless steel 316L.

[0076] The verticality, spacing and level of the middle pier plate 3 of the middle pier wall are adjusted and positioned by means of the tension screw rod 31 and the adjusting nut 32 .

[0077] The tension screw 31 is connected and fixed to the panel 24 of the middle pier plate 3 by welding with the outer ring anti-bending channel steel 21 and the internal anti-bending angle steel 22 .

[0078] The installation construction sequence of the middle pier slab 3 is: prepare the middle pier steel cage according to the drawings, install the middle pier slab 3, connect and fix the two slabs to adjust the spacing, weld and fix them with the steel cage, support and fix the middle pier slab 3, support the formwork, pour concrete, vibrate, cure, and remove the formwork.

[0079] Other than this, it is the same as Example 2.

[0080] The utility model forms a new economic growth point, serves as a reference for the design and manufacturing of water conservancy and hydropower facilities technology, the application of materials and the progress of installation, and has important social and economic benefits.

[0081] The above embodiments are preferred representative implementations of the present invention, but the present invention is not limited to the above embodiments. Any other changes, modifications, substitutions, combinations, and simplifications that do not deviate from the essence and principles of the present invention are equivalent replacement schemes and should be included in the protection scope of the present invention.

Claims

1. The pier plate of the air shield dam is characterized by: It comprises a single pier plate (1), an anti-slip pier plate (2) and a middle pier plate (3) at both end sides of the air shield dam and the bank wall; The single pier plate (1) comprises a single pier plate connecting hole (11); The anti-slip pier plate (2) is composed of an outer ring anti-bending channel steel (21), an inner anti-bending angle steel (22), an anti-slip structure (23) and a panel (24) in contact with concrete; The middle pier plate (3) is composed of a tensioning screw (31), an adjusting nut (32), an outer ring anti-bending channel steel (21), an inner anti-bending angle steel (22) and a panel (24) in contact with concrete; The anti-slip structure (23) adopts a spatial V-shaped, L-shaped, U-shaped, or X-shaped anti-slip structure; The tensioning screw rod (31) is composed of the tensioning screw rod (31), the outer ring anti-bending channel steel (21), and the inner anti-bending angle steel (22), and is connected and fixed on the panel (24) of the middle pier plate (3); The pier plate of the air shield dam is made of Q235, Q355, stainless steel 304, stainless steel 316L, and PVC plastic.

2. The pier plate of the air shield dam according to claim 1, characterized in that The single pier plate (1) is fixed on the concrete side pier wall surface by inserting the positioning fixing bolts pre-buried in the concrete side pier wall into the single pier plate connection holes (11).

3. The pier plate of the air shield dam according to claim 1, characterized in that The anti-slip pier plate (2) is composed of an outer ring anti-bending channel steel (21) and an inner anti-bending angle steel (22).

4. The pier plate of the air shield dam according to claim 1, characterized in that The components of the pier plate of the air shield dam are assembled in pairs.

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